Summary for Test 2026-09-14-26-1
Test performed: AASHTO T209-12Project Information
| Project Identifiers | Project ID: 1001641 DEA: 030J4004 EFIS: 0319000280 |
|---|---|
| DIST-CO-RTE-PM | 03-ED-50-18.7/22.9 |
| Award Date | Not set |
| Closeout Date | Not set |
| Work Description | COLD PLANE AC PVMT, HMA, RCP, CONC BARRIER, & STRUCTURAL CONC. |
| Location Description | EL DORADO COUNTY IN AND NEAR PLACERVILLE FROM 0.1 MILE WEST OF CARSON ROAD OVERCROSSING TO 5 MILE ROAD AND FROM 1.0 MILE EAST OF CAMINO HEIGHTS ROAD TO 0.3 MILE EAST OF RIDGEWAY DRIVE UNDERCROSSING |
| QA Service Level | 1 (Verified on 11/12/2025) |
Sample Information
| Sample Taken Date | 09/14/2026 | Sample Unique Key | 26 |
|---|---|---|---|
| Date that the sample was received by the laboratory/organization performing the testing | 09/14/2026 | Sample type | Quality Assurance |
| A brief description of the sample | 3/4" HMA64-16R25 | The quantity of what the sample constitutes | 2 boxes |
| From where was the sample collected | Manufacturer | First name of sampler or witnessed by | Eduardo |
| Last name of sampler or witnessed by | Paniagua | Title of sampler | Materials Tester |
| Telephone number of sampler | (530) 217-5930 | Laboratory sample identification | |
| Linked DIME Sample ID | The fabricator/manufacturer/facility name | Granite Bradshaw | |
| Transportation Laboratory (TL) Number | Inspector Lot Number from the Transportation Laboratory (TL) Form | ||
| Structure unique identifier | Structure name | ||
| Bid Item | Not set |
Material Information
| Material Type | Hot Mix Asphalt | HMA Type | Type A HMA |
|---|---|---|---|
| HMA Grading | 3/4 inch | Lot number | 2 |
| Sublot number | 16 | HMA Mix Number | 15420 |
| Binder content (%) | 0.0 | Virgin binder PG | PG 64-16 |
| Design binder PG | Binder Supplier | ||
| RAP content (%) | 25 | WMA Additives | |
| Antistrip type |
Test Details
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DIME Sample ID: 2026-09-14-26
DIME Test ID: 2026-09-14-26-1
Testing Lab: CT D03 - Olivehurst Northern Regional Laboratory
Test Method: AASHTO T209-12: Standard Method of Test for Theoretical Maximum Specific Gravity (Gmm) and Density of Asphalt Mixtures (Maximum Specific Gravity)
Test Release Date: 2026-09-18
Test Results
Number of tests: 1
What is the unit of measurement for theoretical density?: SI Units
Mass Determination: Air
Input Type: Measured
Tester's full name: Joshua Wilson
Date of test: 09/16/2026
Method Performed: Mechanical Agitation - Method A
Mass of container filled with water: 7402.5 grams
Mass of oven-dry sample in air for Sample 1: 2645.1 grams
Mass of container filled with the sample and water for Sample 1: 9015.3 grams
Temperature of Water: 77 °F
Specific Gravity for Sample 1: 2.562
Theoretical maximum density at 25°C (77°F): 2554.6 kg/m^3
General comments (publicly viewable) (Max 1000 characters):
Test was verified on 9/18/2026 ✔